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Mechanical properties and energy evolution of cemented tailings-rock powder backfill under uniaxial compression: effect of rock powder type and content
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  • Published: 20 January 2026

Mechanical properties and energy evolution of cemented tailings-rock powder backfill under uniaxial compression: effect of rock powder type and content

  • Jiyong Zhang1,2,
  • Qianjin Zou1,2,
  • Wentao Cai3,
  • Longyue Zhang3,
  • Haoran Ge1,2 &
  • …
  • Haigang Li1,4 

Scientific Reports , Article number:  (2026) Cite this article

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We are providing an unedited version of this manuscript to give early access to its findings. Before final publication, the manuscript will undergo further editing. Please note there may be errors present which affect the content, and all legal disclaimers apply.

Subjects

  • Engineering
  • Materials science
  • Solid Earth sciences

Abstract

Economic investment and mechanical characteristics represent primary limitations to the widespread adoption of cemented tailings backfill. This study introduces an approach of using quarry waste to generate rock powder, which is subsequently mixed with tailings to produce cemented tailings-rock powder backfill (CTRPB). This method achieves cost efficiency while facilitating synergistic waste management. Through uniaxial compression testing, the influences of rock powder type and content on the mechanical behavior, failure modes, and energy transformation of CTRPB were examined. A piecewise damage constitutive model was developed to explore damage progression mechanisms. Findings demonstrate that the incorporation of rock powder markedly improves the deformation resistance of CTRPB. Both uniaxial compressive strength (UCS) and elastic modulus exhibit an initial increase followed by a decline as content rises, with optimal levels and enhancement effects differing across various rock powders. The failure process of CTRPB encompassed four distinct phases, where rock powder amplified post-peak energy release and fragmentation behaviors. Energy assessment indicated that rock powder significantly boosted energy storage and dissipation capacities, elevating total energy density, elastic energy density, and dissipated energy density by 252.17%, 213.87%, and 478.99%, respectively. The formulated piecewise damage constitutive model correlated well with experimental data in the pre-peak regime. Damage evolution may be categorized into four stages, and damage values can act as indicators for assessing failure conditions in the resource utilization of mining waste and rock powder-tailings backfill technology. This research offers a theoretical foundation for the resource-oriented use of mine waste and rock powder-tailings backfill technology.

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Data availability

The datasets used and/or analysed during the current study available from the corresponding author on reasonable request.

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Funding

This study was supported by the National Key Research and Development Program of China under the 14th Five-Year Plan (2023YFC3012200).

Author information

Authors and Affiliations

  1. School of Mining Engineering, Jiangxi University of Science and Technology, 341000, Ganzhou, China

    Jiyong Zhang, Qianjin Zou, Haoran Ge & Haigang Li

  2. Jiangxi Provincial Key Laboratory of Low-Carbon Processing and Utilization of Strategic Metal Mineral Resources, Ganzhou, 341000, China

    Jiyong Zhang, Qianjin Zou & Haoran Ge

  3. Jiangxi Dajishan Tungsten Co., Ltd, Ganzhou, 341000, China

    Wentao Cai & Longyue Zhang

  4. Jiangxi Institute of Emergency Management Science, Nanchang, 330030, China

    Haigang Li

Authors
  1. Jiyong Zhang
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  2. Qianjin Zou
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Contributions

Jiyong Zhang: Conceptualization, Writing - original draft, Methodology, Investigation, Data curation. Qianjin Zou: Writing - original draft, Methodology, Investigation, Formal analysis, Conceptualization. Wentao Cai: Investigation, Data curation. Longyue Zhang: Investigation, Data curation. Haoran Ge: Investigation, Data curation. Haigang Li: Supervision, Validation, Methodology, Funding acquisition.

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Correspondence to Haigang Li.

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Zhang, J., Zou, Q., Cai, W. et al. Mechanical properties and energy evolution of cemented tailings-rock powder backfill under uniaxial compression: effect of rock powder type and content. Sci Rep (2026). https://doi.org/10.1038/s41598-026-36436-y

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  • Received: 26 November 2025

  • Accepted: 13 January 2026

  • Published: 20 January 2026

  • DOI: https://doi.org/10.1038/s41598-026-36436-y

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Keywords

  • Cemented tailings-rock powder backfill
  • Rock powder
  • Damage evolution
  • Energy dissipation characteristics
  • Fracture characteristics
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